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RCC Structures Design

RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Equal to 6
Not less than 6
Less than 6

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
5 cm to 8 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strip
Footing
Strap

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span and fixed support
Mid span
Free end

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is over safe in shear
Is unsafe in shear
Needs redesigning

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
One and half lever arm of the section
Lever arm of the section
One-half lever arm of the section

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